Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 evaluator uses Specified minimum yield stress for column = Allowable compression stress*(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column))))))*Factor of Safety to evaluate the Specified minimum yield stress for column, Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 formula is defined as the maximum stress that a mild steel column can withstand without buckling, considering the slenderness ratio and compressive forces, ensuring structural integrity and safety in building design. Specified minimum yield stress for column is denoted by Fyw symbol.
How to evaluate Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160 using this online evaluator? To use this online evaluator for Minimum Yield Stress for Allowable Axial Compression Stress for Slenderness Ratio between 0 to 160, enter Allowable compression stress (Fa), Effective Interest Rate (EAR), Least Radius of Gyration Column (rleast), Factor of Safety (fs), Column Compressive load (Pcompressive) & Modulus of Elasticity Column (εcolumn) and hit the calculate button.